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�' <br />� <br />crreNrs No. <br />REPORT Or: <br />POR.TECT: <br />CLIENT: <br />SUBMITTED BY: <br />DATE RECEivED: <br />DATE TESTED: <br />REPORTED T0: <br />Foro �07-56 <br />PITTSBURGH TESTING L_ABORATORY <br />nre�ueHm �ui <br />826 N. Wost 49th Street - Senille, Washington 98107 <br />�\ A YUTI)AL �110i[CTION i0 CLI[NT�. TII( �OSLIC �NU OU11�[LVIf�. ALL 11[�ONT/ <br />.�II[ �U�MITT[O A� THC CONIIO[NTI��. �I�O�[qTY 01 CU[NT�� ANO AUTNOIIIZAl1pN � <br />•JII lYYLICAiION OI lTAT[M[NT�. COHCLU�IOH� 011 [X11��CT� �ROM OM1 IIfOA11D�MY <br />OOI1 11[1011T� 1� qb[11V[D �[NO�No OUI1 WqITT[N 11r�110VAL, <br />LABORATORY No. 33$$ <br />Nuvember 16, 1981 ORbER No. SE 23$S <br />R6PORT <br />ill - Final <br />I:oof Cut Analysis <br />:%606 Evergreen 4lay, �verett, WA <br />(:ommercial Industrial Roofing, Inc. <br />14710 Bothell Way AT.E. <br />Seattle, WA 98155 <br />M. Camerino <br />11/2/&1 ' <br />11/10/81 <br />Client, Attn: Ronald Richart (1) <br />SAt�LE DESCRIPTION <br />ltao (2) roof cut samples from the above project. <br />TEST RESULTS <br />Sample ill <br />New Roof <br />Size of Sample .9850 ft2 <br />Weight of Sample 169.26 lb/100 ft2 <br />Weight of Top Pour 13.05 lb/100 ft2 <br />Number of Plys 4.09 <br />*Weight of Interply Bitumen 114.07 lb/100 ftZ <br />*Weight of Interply Bitumne <br />per ply 36.92 lb/100 ftZ <br />�Weight of Total Applied <br />Bitumen 127.13 lb/100 ftZ <br />Sample lll <br />Old Roof <br />•9920 ftZ <br />151.97 lb./100 Ft2 <br />N/A <br />4.07 <br />48.3 lU/100 ftz <br />15.73 lb/100 ftZ <br />86.2Q 1b/100 ft2 <br />Sample 112 <br />Combination of <br />New & 07d Roof <br />1.0110 ftz <br />179.93 lb./100 ftZ <br />13.96 lb./100 ft2 <br />5.26 <br />53.92 lU./100 ft2 <br />12.66 lb./100 ftz <br />110.73.1b./i00 ftZ <br />*Roof Specifications for the individual felt we�.ghts were not submitted so the fol- <br />lowing assumed felt weights, as allowed in ASTM D2829 were used in the calculations. <br />Continued on Page 2 <br />�t <br />z <br />0 <br />� <br />.. <br />c� <br />m <br />�. .� <br />-i � <br />H —I <br />N = <br />0 <br />m <br />mo <br />c� <br />-i c <br />om <br />--I z <br />S --I <br />m <br />.O 2 <br />C <br />rn- i <br />�. .. <br />-a �n <br />� <br />oz <br />� 3 <br />-i m <br />x <br />m� <br />N <br />0 <br />o r <br />nm <br />C fn <br />mN <br />�� <br />=1 r <br />m <br />n <br />� <br />-a <br />x <br />n <br />z <br />� <br />x <br />� <br />z <br />0 <br />-� <br />� <br />m <br />